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- W2019985337 abstract "A probabilistic algorithm for calculating the statistical properties of response due to uncertainties in geometry and material properties for geometrically nonlinear structural dynamics is presented. It is shown here that this technique is readily applicable to geometrically nonlinear small strain dynamic problems in which the equations of motion of structures are derived using the finite element method. A general formulation for problems of this type is presented. The efficiency of the method is illustrated by application to nonlinear vibration of a cantilever beam with random parameters." @default.
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- W2019985337 title "Statistical properties of response for nonlinear structural systems with random parameters" @default.
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- W2019985337 doi "https://doi.org/10.1016/0045-7949(95)00216-2" @default.
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